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s _ <br /> SWMW # MW-9 <br /> =_= SOIL DRILLING L OG <br /> Page <br /> °' <br /> -- ? of 1 <br /> McLaren Environmental Enginaerinp Sampler: P. PHILLIPS <br /> PROJECT SEBASTIANI VINEYARDS LOCATION 4614 W TURNER RD., LODI, CA <br /> ELEVATION 13,41' • MONITORING DEVICE HNu <br /> SAMPLING DATE(S) 6.1-89 START 0920 FINISH_ 1230 <br /> SAMPLING METHOD HSA —SUBCONTRACTOR & EQUIPMENT BEYLIK DRILLING CO. <br /> MEMO ADDITIONAL WELL CONSTRUCTION DETAILS 114 REPORT TEXT MOBILE DRfLL a-61 <br /> SOIL SAMPLES ARCHIVED; <br /> 'ARBITRARY DATUM OF 20' <br /> Penetratfan r <br /> m-- <br /> Results LZ g o a <br /> co m '° m E Soil Description m u <br /> Blows 0.m a m r Well Construction <br /> a t E E T Cofor, Tamura, Moisture,Elc. 'N Q Details <br /> o U) ti'•6''b m r i N— z m tj U) <br /> C} <br /> Dark yellowish brown(I CYR <br /> 416)silty sand,mundad,line SM Neat cement <br /> 3.5'• to very fine grained,well grout <br /> $ <br /> 7-8-11 S.C. 2.4 sorted,moist <br /> 9.0'- 9' <br /> 10' 11.14.26 10.0' 1.6 Dark yellowish brown(I CYR Bentonite <br /> 414)clayey silt, slightly ML <br /> plastic, moist. 12 <br /> 14.01- 2'0 Sch,40, <br /> PVC,G.02- <br /> -15' 19-37-" 15.0' 20a44 1.0 Browncsh yellow(1 CYR 616) slat well <br /> silty sand,rounded,very SNI screen <br /> line grained.very moist. <br /> (6/19/a9) '' Clememina <br /> Brown(1 CYR 413)silty '''' 43 sand <br /> 20' 6-7-19 20.0' 3.2 sand,sub-rounded to i•.i•.1 <br /> rounded,fine to medium SW ''%•'''• <br /> i •,; 65!8-171 <br /> grained, saturated. ;.;.; <br /> Borehole <br /> 17-29-50 24.0'- 24' <br /> _. 25' for 2- 25.0' 1.2 <br /> Brown(I CYR 513)clay,firm, <br /> non-plastic,brittle,dry to CL Bentonite <br /> slightly moist. <br /> 27.5% <br /> 47 for 12' 29.0' 20845 0.8 29' <br /> - ------- <br /> LD � –— <br /> ---------------- -------SIGNATURE OF FIEUPE VISOR — -- -- ----- �� <br /> -------------- <br /> _---- <br /> SIGNATU EO REVIEW <br /> SENIOR GEOLOGIST CALIFORNIA C.E.G. 1404 <br /> TITLETITLE <br />